Kim, Sejung portfolio by sejungk

Portfolio Sejung Kim [sĂŚ jeong]

42-20 27TH STREET ADDRESS: TYPE: STATUS: INVOLVMENT:

42-20 27TH STREET, QUEENS, NY Residential (Rental) Under Construction Schemetic Design to Construction Document REMARK: - Completed in REVIT - Thorough facade coordination - Due to plan offset on almost every floor, comprehensive MEP coordination needed - One of the best qulity drawing in the office

NO HEIGHT LIMIT ATION

ATION NO HEIGHT LIMIT

BLDG B

3 FLOORS AT MAX. FAR (88,779.5 SF)

10’

12 FLOORS AT MAX. FAR (52,195 SF)

30’

100’ 15’

’ 70

. 5’ 18 RD ND 42

15’

60’

65’

H 27T

ST.

42N DR D.

27TH ST.

PLA

’ 100

O BOR ENS

ST.

MIN. 100’ BASE BLDG

QUE

NT SCE

’

15’

MIN. 60’ BASE BLDG

CRE

BLDG A

R7-3

T ST. SCEN CRE

R7-3

INTERLOCKING POINT BECOMES A CUBE

BALANCE OUT HEIGHT OF TOWERS BUT KEEP THE SAME SFT FOR 80% EFFICIENCY 35’

5’

60’

’

30’ 55

’

TWISTING POINT TWO POINTS MEET

120’

180’

STARTING POINT B

65’

STARTING POINT A

R7-3

21 FLOORS (220FT)

BLDG A

21 FLOORS (220 FT)

2 FLOORS OF BASE BLDG. + 19 FLOORS OF TOWER (10’ E.A. FLOOR)

BLDG B

9 FLOORS OF BASE BLDG. + 12 FLOORS OF TOWER (10’ E.A. FLOOR) 60’

35’

5’

’

13’

120’

OM VIEW FR

180’

OM VIEW FR 65’

HIGHWAY

AZA BORO PL

QUEENS

R7-3

55’

100’

TOWER (5527 SF)

APT W/ PRIVATE TERRACE SINGLE LOADED

100’

150’

APTS W/ COURTYARD VIEW

AMENITY (3813 SF)

DOUBLE LOADED PARKING (8849 SF)

DOUBLE HEIGHT

R7-3

75’

55 ’

27’

LOBBY / LOUNGE

’ 45

Starting from the maximum envelope of each zoning lot, the massing is balanced to optimize the floor area but also to grow vertical as much since there is no height limitation. In addition to make most efficient massing, an attempt was made to take the massing design farther.

299’ (29 FLOORS)

PRIME VIEWS

Concept Study Within Allowable Envelope

85 ’

90’

Final Massing and Zoning Diagram

250 Park Avenue South, Third Floor New York, New York 10003 646-478-7455 N0.

DATE 01.29.15 03.16.15 11.06.15 01.04.16 02.03.16 04.18.16 06.03.16

REVISION ISSUE FOR DOB RE-ISSUE FOR DOB PAA PAA PAA ISSUE FOR BID ISSUE FOR CONSTRUCTION

CONSULTANTS OWNER CRESCENT AND 27LLC 505 FLUSHING AVENUE BROOKLYN, NY 11205 SUITE #1D (917) 631-0370 MEP ENGINEER MG ENGINEERING D.P.C 116 W 32ND STREET NEW YORK, NY 10001 (212) 643-9055 STRUCTURAL ENGINEER ADG ENGINEERING PC 744 BROAD STREET, 19TH FLOOR NEWARK, NJ 07102 (973) 242-2626 EXTERIOR CONSULTANT BURO HAPPOLD CONSULTING ENGINEERS, P.C. 100 BROADWAY, 23RD FLOOR NEW YORK, NY 10005 (212) 334-2025 INTERIOR DESIGNER DURUKAN DESIGN 16 W 37TH STREET, 3RD FLOOR NEW YORK, NY 10018 (212) 295-4042 BPP AND STREET TREE CONSULTANT SULLIVAN GROUP DESIGN 109 W 27TH STREET, 11TH FLOOR NEW YORK, NY 10001 (212) 352-8636 LANDSCAPE GUNN LANDSCAPE ARCHITECTURE 345 7TH AVE, SUITE 502 NEW YORK, NY 10001 (212) 352-8636 CODE CONSULTANT BUILDERS ASSISTANCE CORP 366 BROADWAY BROOKLYN, NY 11211 (718) 599-1559 GEOTECH GEODESIGN INCORPORATED 241 WEST 30TH STREET, 5TH FLOOR NEW YORK, NY 10001 (212) 221-6651 ELEVATOR CONSULTANT JENKINS AND HUNTINGTON INC 1251 AVENUE OF THE AMERICAS NEW YORK NY 10020 (212) 696-1818

KEY PLAN 42-20 27TH STREET LONG ISLAND CITY, NY 11101 BLOCK: 423 LOT: 29 ZONING MAP: 9B

27TH STREET

CRESCENT STREET

Dormer rule is applied on each end of the building. But the corner of the building is lowered. The stepping of the building becomes private terrace for apartments. The lower side of each end opens up in pyramid shape. Double heigth lobby and retail is located on ground floor and secured garden is located on 3rd floor, providing comfort view from inside and outside.

42ND ROAD

42-20 27TH STREET NEW CONSTRUCTION

PROJECT NO.

SCALE:

AS NOTED

ZONING ANALYSIS DIAGRAMS

Z-101.01 PAGE:

OF:

131

HSS FOR STEELBUILT CURTAIN WALL *SEE STRUCTURAL

METAL COPING GYPSUM BOARD

FLASHING MEMBRANE 6"x6" C-JOIST BOX BEAM

6" LIGHT GAUGE STUD

SHADOW BOX METAL PLATE WATERPROOFING CONCRETE SLAB STEEL ANGLE IGU GFRC PANEL GFRC PANEL ANCHOR

O C 5 B S (9 M M 1 N (2

HSS FOR STEELBUILT CURTAIN WALL *SEE STRUCTURAL

S A 7 N (9

E B 1 N (2

TYP. GFRC SOFFIT AT FIXED WINDOW 1 1/2" = 1'-0"

IN D 1 N (2

B S 1 N (2

L G 3 N (2 C B 3 B (7

6" STUD WALL 6" HEAVY GAUGE STUD 6"x6" C-JOIST BOX BEAM

G G 2 N (2

E J 1 N (2

STRUCTURAL HSS BEHIND CURTAIN WALL GFRC PANEL GFRC PANEL ANCHOR

4 L B L Z

42-20 27TH STREET

TYP. GFRC SOFFIT AT FIXED WINDOW 1 1/2" = 1'-0"

NEW CONSTRUCTION

STEEL HOLLOW SECTION

FLEX ANCHOR GFRC PANEL 6"x6" C-JOIST BOX

WINDOW FRAMING

IGU SHADOW BOX

CONCRETE BEAM METAL FLASHING FIRE STOP SELF-ADHESIVE MEMEBRANE FLASHING TIE-INTO WINDOW FRAME

PROJECT NO.

1585.00

SCALE:

As indicated

3D SECTION DETAILS AND CANOPY DETAILS

TYP. GFRC SOFFIT AT FIXED WINDOW 1 1/2" = 1'-0"

Garden and Facade detail

A-433.00 PAGE:

There was an ambition to create garden on 2nd floor of the building that could be treated as exterior garden. Huge greenspace with at most 80ft high ceiling creates unique environment. Also from the outside, the garden glows through glass facade especially at night. And designing details are very challenging at where different materials meet and where different uses meet. Then 3D detail diagram was made for better solution and better communication

117

OF:

131

Coordination and Inspiration At below terrace, ceiling height is an issue for coordination of interior lighting and mechanical shaft offset. Then ceiling clearance is closely studied for coordination. The sketch is personal inspiration to the building at schemetic design stage.

PIER 6 PARCEL B ADDRESS: TYPE: STATUS: INVOLVMENT:

15 BRIDGE PARK DRIVE, BROOKLYN, NY 11201 Residential (Rental/ Affordable) Construction Document Competition & Design Development to Construction Document REMARK: - Efficient layout - Precast Building (Structure and Facade) - Machineless elevator - Flood zone

130'-0" BUILDING 21'-5" ELEV. @ DOOR EL.= + 0'-0" ( +13.2' )

2'-8"

14'-4"

27'-6"

6'-1"

6'-5"

4'-10"

4'-3"

13A

2'-2"

10A

5A 1'-4" 4'-7"

9'-6" 5'-6 1/2"

10A 10A

8" APPLIANCE OF

4'-2"

11'-0"

13A

9'-5"

13A 10A

7A 5A

P07 4'-6"

3'-7"

1'-6"

4'-11"

2'-11"

29'-0"

2'-5"

4'-6 1/2"

3'-5"

5'-9"

2'-11"

8" 8'-10"

11'-10"

1'-8"

11'-3"

4'-7"

3'-6"

1A AP-S

8'-9"

104

7'-5"

AP-S

1ST FLOOR T.O.S. EL.= + 0'-0" ( +13.0' ) 4'-11"

2'-11"

35'-5"

4'-6"

1A 6A

K5 TYPE A S

4'-2"

8'-7"

2'-6 1/2"

2'-7 1/2"

8'-6"

2'-11 1/2" 6A

S/C

1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' )

4'-6"

7'-3"

PLATFORM 9'-0" 108

3'-11"

BR 13I.4

UP 9'-6"

AFFORDABLE: 165%

PLATFORM T.O.S. EL.= - 3'-1" ( +9.9' )

13G 2BR

14'-6"

S/C

COMPACTOR ROOM 109

9'-0"

PLATFORM T.O.F. EL.= - 2'-11" ( +10.1' )

BIKE CHANNEL AFFORDABLE: 130% 18'-8" 10'-5"

PLATFORM T.O.F. EL.= + 0'-2" ( +10.1' )

1'-9"

6'-0"

10'-5 1/2"

10'-1"

L/D 13G.1

841 NSF

5A 21'-11"

17'-2 1/2"

14'-9"

S/C

944 NSF

8'-9"

L/D 13G.3

4'-9"

16'-2"

13I 3BR

71 BIKES

20'-1"

L/D 13I.1

S/C

2'-5"

A-350 1

1'-8"

CLOF SINK

2'-1"

5A 3'-6"

5A 3'-11"

10'-1"

BIKE STORAGE 107

3'-11"

5A 20'-6"

B.O.H. VESTIBULE 106

6'-0"

6'-4"

5'-2"

BR 13I.3

9'-3"

3'-11"

5'-0"

S/C

8'-9"

2'-5"

APP. P

MBR 13I.2

S/C

6B 5A 3'-11" 9"

1'-0" 2'-6"

S/C

2'-11"

5A B1 TYPE B

5'-9"

4'-8"

11'-10 1/2"

4A 3A

4'-10"

P07

103

8'-0"

5A 3'-8 1/2"

001B 5'-4"

6'-3"

K3 TYPE A

13A

44'-4"

14TH FLOOR T.O.S. EL.= + 119'-0"

WIC 13I.5

RETAIL C 116

10A

6" 10A 10A

001B

9'-1"

7'-4"

APP. P

6'-10"

5A 5'-6 1/2"

8'-0"

36'-3"

8'-3"

9'-1" 5A

3'-5" 3A

3A 6B

3'-6 1/2"

5'-11"

001B

13TH FLOOR T.O.S. EL.= + 110'-0"

5'-0"

8'-6"

5'-5 1/2"

9'-7"

2'-9"

1'-4"

2'-3"

S/C

PE1 FIRE SERVICE ACCESS ELEVATOR SHALL SERVICE ALL FLOORS

1 A-340

5'-1"

001B

5'-7"

5A 11'-0"

2'-0"

4'-1"

5'-2"

3'-3"

5'-11"

10A 3'-8" 13A

AP-S

5'-5"

5'-11"

CLOF SINK

5A 3'-6"

11'-0"

5'-2"

9'-11"

6'-4"

1'-4" 1'-0"

1'-4"

9'-1" 5'-2"

8'-10"

5'-0"

13'-10"

3'-11"

5A 5'-2"

7'-10"

PE2

6'-4"

13A 10A

3'-0"

001B

2'-8"

1'-5"

2'-5"

9'-2"

APPLIANCE OF

S/C

BR 13J.3

12'-8"

3'-3"

13A

5'-3"

2'-4"

AP-S

OF APPLIANCE

3'-0"

S/C

(0,0)

4'-10"

K1 TYPE A

KITCHENETTE

AP-S

5'-4"

S/C

9'-6 1/2"

6'-2"

6A 2'-11"

1'-4"

16'-5"

1'-5"

1'-8"

K5 TYPE A

AP-S

3'-2"

16'-3"

B1 TYPE B

12'-2"

B5 MAIL ROOM TYPE B 103

9'-8"

2'-2"

3'-0" 13A

2'-0"

3'-8"

OF APPLIANCE

4B 2'-1"

5'-4"

2'-1"

4B 10A

14'-6"

APP. P

2'-11"

1'-0"

18'-9"

902 NSF

1'-1"

5A 6'-2"

6'-3"

8'-5"

9'-2"

1'-6"

APP. P

1'-11"

9'-1"

B1 TYPE B

1 A-801

4'-4 1/2"

4'-11"

4'-6"

8'-11"

B2 TYPE B

AFFORDABLE: 165%

1 A-201

4'-1"

7'-3"

3'-11"

6'-8"

6'-4"

5'-11"

APP. P

13J 2BR

E12

7'-9"

5'-0"

4B 4A

1ST FLOOR T.O.F. BR ) EL.= + 0'-2" ( +13.2' 13J.1

14'-9"

8'-4"

5'-8"

9'-5"

38'-9"

4'-6"

3'-6"

1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' )

WIC 13L.5

S/C

4B 5A

5A 3'-11"

12'-2"

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

4'-11"

E13

2'-5"

5A 3A

RETAIL D 117

S/C

1 A-250

2'-5"

521 NS

FAIR MARK

21'-5"

12'-2"

MBR 13J.2

5'-7"

6'-1"

2'-5"

5'-8"

3'-6"

17'-0 1/2"

13'-1"

10'-0" 15'-7"

14'-6" CLOF SINK

2'-5"

5'-3"

1ST FLOOR T.O.S. 6A ( +13.0' ) 6A EL.= + 0'-0"

13A 0B

RESIDENTIAL LOBBY 100

14'-5 1/2"

S/C

APPLIANCE OF

6'-11 1/2"

5'-3"

S/C

3'-6"

AP-S WS

AP-S

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

5'-8"

AP-S

FAIR MARKET

L/D 13A.1

17'-7"

RETAIL E 118

18'-4"

MBR 13L.2

18'-6"

1335 NSF

12'-9"

BR 13L.3

4A 11'-2"

13L 3BR

10'-11"

BR 1ST FLOOR T.O.F. EL.= +13L.4 0'-2" ( +13.2' )

APPLIANCE OF

K6 TYPE A

12'-1"

L/D 13L.1

10'-11"

43'-3"

17'-5"

11'-1"

E14

11"

20'-4"

1'-0"

11"

1'-0"

22'-2"

21'-5"

12'-6"

20'-6"

1'-8"

E08

ROLL-UP DOOR ELEV. @ DOOR EL.= - 2'-11" ( +10.1' )

E09

ROLL-UP DOOR ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

1. 2.

ALL COLUMNS SHALL BE 3-HR RATED. ACCESSORY USE RESTRICTED TO RESIDENTIAL OCCUPANTS OF THE BUILDING AND THEIR GUESTS FOR WHOM NO ADMISSION OR MEMBERSHIP FEES MAY BE CHARGED 250 Park Avenue South 3rd Fl. New York, New York 10003 646-478-7455

21'-5"

5'-4"

1'-8" 17'-7 1/2"

26'-4"

27'-3"

5'-2"

5'-1"

4A 1'-0"

4A 3'-11"

9'-7 1/2"

10'-8"

1'-6"

9'-1"

1'-2"

12'-4"

76'-0" BUILDING

19'-0"

27'-9 1/2"

18'-8 1/2"

3A 5'-0"

BRIDGE PARK DRIVE

BR 13E.3

50% CONSTRUCTION D

1'-5"

3'-0"

S/C

PIER 6 BROOKLYN BR

MBR 13E.2

PARCEL

1'-5" 2'-5"

10'-1"

ILLUMINATED GALLERY SPACE; UNOCCUPIED

9'-1 1/2"

FURMAN STREET

17'-7 1/2"

5A 12'-8"

24'-8"

PARCEL B

ATLANTIC AVENUE

SWITCHGEAR ROOM 112

1'-5"

1'-8"

55'-8" 10'-1"

1'-1"

S/C

15 BRIDGE PARK DRIVE, NY 11201 BLOCK: 245 LOT: 25

26'-11"

5'-2"

5'-9"

5A 3'-11"

S/C

BR 13E.4

8'-8"

5'-2"

23'-11"

7'-2"

3'-6"

3'-11"

109

10'-11"

KEY PLAN 3A

6'-5"

3'-0" 4'-5"

110

6'-2"

10'-4 1/2"

14'-2"

4"FD

AFFORDABLE: 165%

8'-0"

LANDSCAPE ARCHITECT: MICHAEL VAN VALKENBURGH ASSOCIATES LANDSCAPE ARCHITECTS, PC 16 COURT STREET, 11TH FLOOR, BROOKLY 718.243.2044

1'-5"

8'-11"

961 NSF

INTERIOR DESIGNER: INNERVATIONS LTD. 50 SWALM STREET, WESTBURY, NY 11590 516.483.5200

11'-0"

8'-9"

AFFORDABLE: 165%

13E 3BR

LEED CONSULTANT: YR & G - NEW YORK 163 W 23RD STREET 4TH FLOOR, NEW YOR 866.994.5623

1 A-200

3'-11"

4"FD

10'-0"

5'-3"

3'-5" 1'-0"

Floor Plans 9'-1"

8'-9"

401 NSF

2'-5"

WIC B1 Ground floor and Typical Residential floor plan. B1 13E.5 TYPE B TYPE B To have open for community, there are effort APP. P APP.feeling P to provide retail spaces and art-display area. in same purpose, on the residential floors, affordable housing and market rate housings are mixed well throughout.

L/D 13E.1

10'-0"

GAS METER ROOM 111 3A

5'-3"

5A 6'-4"

6'-7"

8'-9"

13F 0BR

CIVIL ENGINEER: PHILP HABIB & ASSOCIATES 102 MADISON AVENUE, 11TH FLOOR, NEW Y 212.929.5656

ACOUSTIC CONSULTANT: HOUGHTON ASSOCIATES LLC 315 CHURCH STREET, SUITE 4C, NEW YORK 212.219.1250

11'-5"

15'-2"

5'-5" 19'-10"

WATER METER ROOM 110

BR 13D.2

APP. P

4'-7"

3'-6"

4A 8"

12'-10 1/2"

4'-8"

5'-0"

2'-6"

15'-2"

14'-6"

12'-1"

22'-6"

L/D 13F.1

3'-6"

3'-11" 8'-5"

8'-0" 5'-3"

5A 2'-5" 4A

2'-0"

9'-1" B1 TYPE B

5'-2"

5'-6"

108

2'-1"

BR 13G.2

8'-2"

10'-8"

5'-11"

1A 1A

5'-3"

S/C

2'-1"

13'-5"

4'-10"

575 NSF

AFFORDABLE: 165%

6'-9"

8'-9"

K3 TYPE A

3A 10'-3"

RES. FLOOR

3'-10"

KITCHENETTE

20'-5"

2'-5"

5'-0"

9'-9"

K1 TYPE A

S/C

1A WD

12'-1"

APP. P 4B

ELEVATOR CONSULTANT: JENKINS & HUNTINGTON, INC. 1251 AVENUE OF THE AMERICAS, SUITE 920 212.696.1818

CODE CONSULTANT: DESIGN 2147 LIMITED 52 DIAMOND STREET, BROOKLYN, NY 11222 718.383.9340

4'-3"

2'-11" 5A

6'-1"

5'-0"

6'-2"

4'-10"

6'-4"

9'-1"

4A 6'-2"

6'-2"

8'-11"

APP. P

5'-6"

4'-6"

6'-11"

5'-7"

B1 TYPE B

ATS CLOSET 113

5A 5A

9'-6"

MAIN FUSIBLE SWITCH

METER STACK (5 HIGH)

107 B1 TYPE B

METER STACK (5 HIGH)

S/C

L/D 13D.1

001B

S/C

4A 8"

5'-6"

2'-11"

5'-7"

METER STACK (5 HIGH)

106

105

3'-0"

4'-5"

13A10A

4'-0 1/2"

5'-4"

13A 10A

6A 2'-9"

10A

13A

12"W SPACER

METER STACK (5 HIGH)

13D 1BR 31'-1"

5'-2" 6'-2"

2'-5"

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

ELECTRICAL CLOSET 11'-6" 1302 1A

001B

P04 1A

1A 4'-6 1/2" 4A

REFUSE STORAGERM DISPOSAL 7B7B 101 1301

P04

001B

7B 7B

6A6A

1'-0"

14'-4"

P09

4'-9" 10A 10A

P06 P03

10A 10A

1'-4"

001B

10A 10A 7C 7C

10A 10A

2 A-350

FACADE CONSULTANT: LAUFSED LLC - LAUFS ENGINEERING DESIG 46-01 5TH STREET, 2ND FLOOR, LONG ISLA 212.529.3905

E11

MEP ENGINEER: COSENTINI ASSOCIATES CONSULTING ENG TWO PENNSYLVANIA PLAZA, NEW YORK, N 212.615.3600

STRUCTURAL ENGINEER: NPLM ENGINEERING P.C. 1160 ROUTE 22 WEST, 2ND FLOOR , MOUNT 215.925.3788

BR 13C.3

1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' ) 12'-8"

K3 B RETAIL TYPE 115 A

P02 31 A-300

001B P01

4B 5A

CONSTRUCTION MANAGER: SUFFOLK CONSTRUCTION 65 ALLERTON STREET, BOSTON, MA 02119 617.517.3500

10'-0"

11'-7 1/2"

3'-8"

S/C

STAIR B

10'-0"

S/C

5A 2'-5"

2'-0"

7B 7B

13A 10A

5'-7"

4B 5'-3"

APP. P

3'-7"

8'-1" 3'-6"

2'-8"

STAIR B

2'-5"

B2 TYPE B

1'-4"

18'-5"

8'-0"

7'-3 1/2"

5'-0"

4'-8" 3'-6"

5A 5A

13A

CLOF SINK

S/C

8'-0"

1'-2"

OWNER: LANDING B ASSOCIATES, LLC RALOLIVER DEVELOPMENT SERVICES, LLC

5'-11"

3'-0"

STAIR P01A

5'-4"

15'-10"

12'-9"

9'-7"

102

STAIR 4'-4" A

31'-1" 5A

11'-0"

K7 TYPE A

3'-3"

5'-6"

3A 3'-11"

13A 10A

7'-2" LUGGAGE CART 8'-0" STORAGE K2 105 TYPE A

10A

4B 6'-5"

APP. P

1 A-800 4B

6'-4"

1'-0"

B2 TYPE B

8'-11"

APP. P

4'-0"

14'-0" 5'-11"

4A 7'-7"

B2 TYPE B

3'-0"

5A 2'-0" 4'-2"

6A 4B

AP-S

27'-6"

CONSULTANTS

1'-6"

APP. P

5'-2"

6'-4"

101

B1 TYPE B

8'-5"

5'-3"

1ST FLOOR T.O.S. EL.= + 0'-0" ( +13.0' )

11'-8"

50% CONSTRUCTION DOB FILING SUBMISS DESIGN DEVELOPME DOB FILING SUBMISS SCHEMATIC DESIGN

E10

8'-11"

3'-5"

7'-5"

12.22.16 12.02.16 10.28.16 10.14.16 11.12.15

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

S/C

5'-1 1/2"

2'-11"

OPEN TO ABOVE

10'-3"

1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' )

RETAIL A 114

FAIR MARKET

OF APPLIANCE

1ST FLOOR T.O.S. EL.= + 0'-0" ( +13.0' )

14A

5'-2 1/2"

969 NSF

19'-3"

10'-6" 3A

15'-10"

PACKAGE ROOM 104 FAIR MARKET

16'-6"

17'-2"

10'-1"

599 NSF

MBR 13C.2

13C 2BR

13B 1BR

ENTRANCE VESTIBULE 102

E02

2'-4"

DOUBLE HEIGHT SPACE

KET

L/D 13C.1

14'-9"

29'-3" 1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' )

OF APPLIANCE

L/D P10 13B.1

S/C

2'-5"

AP-S

E10 14'-1"

5'-10" 1ST FLOOR T.O.F. EL.= + 0'-2" ( +13.2' )

REVISION

1 2'-4"

E03 5'-10"

14A

DATE

1'-8"

22'-2" ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

11'-8"

10'-6" BR 1ST FLOOR T.O.F. 13B.2 EL.= + 0'-2" ( +13.2' ) 11'-2" 10'-1"

10'-1"

NO.

E01 10'-4"

20'-6"

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

A-201 2

7'-7"

ELEV. @ DOOR EL.= + 0'-2" ( +13.2' )

3'-5"

21'-5"

7 8

2 A-250

2 A-200

1SF FLOOR PROJECT NO: 1612.02

SCALE

W1 N2

W1 N1

6'-8" R.O.

W1 N2 1 A-400

250 Park Avenue South 3rd Fl. New York, New York 10003 646-478-7455

COLUMN

HEAT PUMP CONSOLE UNIT PRE-CAST CONCRETE PRIMARY FRAME 3" SPRAY-ON INSULATION SMOKE SEAL W/ FIRE STOP ENGINEERED WOOD F.F. PRE-CAST PLANK

11" 8"

3 1/8"3"

10"

SPANDREL GLASS

KADEX FINISH HSS 12x8 (SEE STRUCT. DWG.) 3" SPRAY-APPLIED FIREPROOFING GYPSUM BOARD SPRAY-ON INSULATION PUNCHED WINDOW

CONSULTANTS 6'-8" R.O.

1 A-422 7'-3 3/8"

8'-2"

3 A-400

1'-8" COLUMN C.L. TO PROP.

OWNER: LANDING B ASSOCIATES, LLC RALOLIVER DEVELOPMENT SE

COLUMN

CONSTRUCTION MANAGER: SUFFOLK CONSTRUCTION 65 ALLERTON STREET, BOSTO 617.517.3500

HEAT PUMP CONSOLE UNIT PRE-CAST CONCRETE TERTIARY FRAME 3" SPRAY-ON INSULATION SMOKE SEAL W/ FIRE STOP ENGINEERED WOOD F.F. POURED CONCRETE PRE-CAST CONCRETE PLANK

MEP ENGINEER: COSENTINI ASSOCIATES CON TWO PENNSYLVANIA PLAZA, N 212.615.3600

1'-10 1/2"

PROP. LINE

STRUCTURAL ENGINEER: NPLM ENGINEERING P.C. 1160 ROUTE 22 WEST, 2ND FL 215.925.3788

W1 A1

2" 3"

T.O. 10TH FLOOR SLAB EL. 83'-0"

W1 A1

W1 A2

W1 A1

5" 8

CORNER BEAD 5/8" GYPSUM WALL BOARD Z-GIRTS 2" SPRAY-APPLIED FIRE RESISTIVE MATERIAL, 3HR RATED EXPANDED STEEL LATH, GALVANIZED OR PTD., LAPPED 1" & TIED TOGETHER W/NO.18 SWG GALVANIZED STEEL STEEL "W" COLUMN (SEE STRUCT. DWG.) WATERPROOFING CONTINUOUS WOOD INLAY AS THERMAL BREAK SLAB EDGE SCHUECO AWS 75 (OPERABLE PANEL)

2-1/2" LIGHT-GAUGE STEEL FRAMING WALL W/ BATT INSULATION LATERAL SUPPORT FAÇADE ELEVATION DETAIL CONNECTION

5" 8

8'-4 1/2" R.O. 10'-8 1/2"

10"

8'-4 1/2" R.O.

10"

15 BRIDGE PARK DRIVE, NY 11201 BLOCK: 245 LOT: 25 5" 8 2" 2"

2-1/2" LIGHT-GAUGE STEEL FRAMING WALL W/ BATT INSULATION

ACKET FOR T CONNECTION OF

OD INLAY AK

5" 8

LATERAL SUPPORT CONNECTION SLAB EDGE SCHUECO AWS 75 (OPERABLE PANEL)

6'-8" R.O. 5" 10" 5"

REVISION REVISION

PARCEL B

COLUMN

FURMAN STREET

50% CONSTRUCTION DOCUMENTS

PIER 6 BROOKLYN BRIDGE PARK

PARCEL B

SLOPE

COLOR 2

3" 4

PROPERTY LINE

1'-8"

12.22.16 12.22.16 12.02.16 12.02.16 10.28.16 10.28.16 10.14.16 10.14.16 11.12.15 11.12.15

ETE

11"

AL LATION, R-5/IN T CONNECTION

3" 8 8"

3" 8

COLOR 2

COLOR 1

41" 2

10"

COLOR 1

WET SILICONE SEAL & BACKER ROD BOTH SIDES, TYP SPRAY FOAM INSULATION, R-5/IN STEEL PLATE AS DEAD LOAD BRACKET RECEIVER. WELDED TO FRONT OF STEEL COLUMN STEEL HSS EMBED AS DEAD LOAD SUPPORT FOR CONCRETE PANEL RE-BAR PRE-CAST CONCRETE PRIMARY FRAME

OWNER: OWNER: LANDING LANDINGBBASSOCIATES, ASSOCIATES,LLC LLC RALOLIVER RALOLIVERDEVELOPMENT DEVELOPMENTSERVICES, SERVICES,LLC LLC

41" 2

10"

50% 50%CONSTRUCTION CONSTRUCTIONDOCUMENTS DOCUMENTSSUBMISSION SUBMISSION DOB DOBFILING FILINGSUBMISSION SUBMISSION DESIGN DESIGNDEVELOPMENT DEVELOPMENTSUBMISSION SUBMISSION DOB DOBFILING FILINGSUBMISSION SUBMISSION SCHEMATIC SCHEMATICDESIGN DESIGNPARK PARKSUBMISSION SUBMISSION

CONSULTANTS CONSULTANTS

3" = 1'-0"

SCALE:

PROJECT NO: 1612.02

PLAN DETAIL - PRE-CAST CONCRETE PRIMARY FRAME

1'-3"

CONSTRUCTION CONSTRUCTIONMANAGER: MANAGER: SUFFOLK SUFFOLKCONSTRUCTION CONSTRUCTION 6565ALLERTON ALLERTONSTREET, STREET,BOSTON, BOSTON,MA MA02119 02119 617.517.3500 617.517.3500 MEP MEPENGINEER: ENGINEER: COSENTINI COSENTINIASSOCIATES ASSOCIATESCONSULTING CONSULTINGENGINEERS ENGINEERS TWO TWOPENNSYLVANIA PENNSYLVANIAPLAZA, PLAZA,NEW NEWYORK, YORK,NY NY10121 10121 212.615.3600 212.615.3600

A-440.00

STRUCTURAL STRUCTURALENGINEER: ENGINEER: NPLM NPLMENGINEERING ENGINEERINGP.C. P.C. 1160 1160ROUTE ROUTE2222WEST, WEST,2ND 2NDFLOOR FLOOR, MOUNTAINSIDE, , MOUNTAINSIDE,NJNJ07092 07092 215.925.3788 215.925.3788

PAGE: 67

COLOR 2

FACADE FACADECONSULTANT: CONSULTANT: LAUFSED LAUFSEDLLC LLC- -LAUFS LAUFSENGINEERING ENGINEERINGDESIGN DESIGN 46-01 46-015TH 5THSTREET, STREET,2ND 2NDFLOOR, FLOOR,LONG LONGISLAND ISLANDCITY, CITY,NY NY11101 11101 212.529.3905 212.529.3905

PRE-CAST CONCRETE SPRAY-ON INSULATION STRUCTURAL SUPPORT FOR PRE-CAST PANELS SPANNING BETWEEN COLUMNS

VARIES

ELEVATOR ELEVATORCONSULTANT: CONSULTANT: JENKINS JENKINS&&HUNTINGTON, HUNTINGTON,INC. INC. 1251 1251AVENUE AVENUEOF OFTHE THEAMERICAS, AMERICAS,SUITE SUITE920, 920,NEW NEWYORK, YORK,NY NY10020 10020 212.696.1818 212.696.1818

1'-8" 1'-8"COLUMN COLUMNC.L. C.L.TO TOPROP. PROP.LINE LINE 8811"" 88

EE TRANSITION TRANSITION

5" 5"

414"

COLOR22 COLOR

PIER PIER66 BROOKLYN BROOKLYNBRIDGE BRIDGEPARK PARK

5" 8

21 2"

31" 2

3" 3"

PROJECT PROJECTNO: NO: 1612.02 1612.02

SCALE: SCALE: 3"3"==1'-0" 1'-0"

VERTICAL VERTICAL DETAILS DETAILS

FAÇADE FAÇADE SECTION SECTION DETAIL DETAIL -- PRE-CAST PRE-CAST CONCRETE CONCRETE SECONDARY SECONDARY FRAME FRAME

FAÇADE FAÇADE SECTION SECTION DETAIL DETAIL -- PRE-CAST PRE-CAST CONCRETE CONCRETE PRIMARY PRIMARY FRAME FRAME

A-420.00 PAGE: PAGE: 62 OF 62 OF

FINISH FLOOR LIGHTWEIGHT CONCRETE MIN 2-1/2, 2HR RATED FACADE HANGING BRACKET FOR CURTAIN WALL UNIT PRECAST CONCRETE H.S.S. 16"x8" STEEL EDGE BEAM (SEE STRUCT. DWG.) EXPANDED METAL LATH APPLIED TO BEAM 3" SPRAY-APPLIED FIRE RESISTIVE MATERIAL, 2HR RATED 5/8" GYPSUM BOARD SPANDREL GLASS IGU STRUCTURAL SILICONE, TYP ALUMINUM TRANSOM WET SILICONE JOINT & BACKER ROD, TYP ALUMINUM MULLION IGU

5" 8

3 3"" 8 8

3" 3 8" 8

5 5"" 8 8

6" 6"

1'-61" 2

PARCEL PARCEL BB

3" 3"

EXPANDEDMETAL METALLATH LATH EXPANDED APPLIEDTO TOBEAM BEAM APPLIED 3"SPRAY-APPLIED SPRAY-APPLIEDFIRE FIRE 3" RESISTIVEMATERIAL, MATERIAL, RESISTIVE 2HRRATED RATED 2HR Z-GIRT Z-GIRT 5/8" 5/8"GYPSUM GYPSUMBOARD BOARD PROPERTY PROPERTYLINE LINE

2" 3RD FLOOR T.O.S.

H.S.S.12"x8"x1/2" 12"x8"x1/2"STEEL STEELEDGE EDGEBEAM BEAM H.S.S.

3" 3"

9" 9"

3" 4 3"

3" 3" 3311"" 22

PRECAST PRECASTCONCRETE CONCRETE

PRE-CAST CONCR SECONDARY FR

PRE-CAST CONCRETE PL

27" 8

10" 10" 10" 10" 2" 2" COLOR11 COLOR

1 221 22""

CONT CONT1/4" 1/4"BENT BENTPLATE PLATE

HEAT PUMP CONSOLE U

SPRAY-ON INSULAT

PARCEL PARCEL BB

3" 3"

COLOR11 COLOR

3" 3"

1 331 22""

PROPERTY LINE

ENGINEERED WOOD

FURMAN FURMANSTREET STREET

117" 8

2" 2"

1' 1'

3" 3"

2211"" 22

3" 3"

5" 5 8" 8

EXPANDED EXPANDEDMETAL METALLATH LATH APPLIED APPLIEDTO TOBEAM BEAM 3" 3"SPRAY-APPLIED SPRAY-APPLIEDFIRE FIRE RESISTIVE RESISTIVEMATERIAL, MATERIAL, 2HR 2HRRATED RATED Z-GIRT Z-GIRT 5/8" 5/8"GYPSUM GYPSUMBOARD BOARD PROPERTY PROPERTYLINE LINE

H.S.S. H.S.S.12"x8"x1/2" 12"x8"x1/2" STEEL STEELEDGE EDGEBEAM BEAM EXPANDED EXPANDEDMETAL METALLATH LATH APPLIED APPLIEDTO TOBEAM BEAM 3" 3"SPRAY-APPLIED SPRAY-APPLIEDFIRE FIRE RESISTIVE RESISTIVEMATERIAL, MATERIAL, 2HR 2HRRATED RATED Z-GIRT Z-GIRT 5/8" 5/8"GYPSUM GYPSUMBOARD BOARD PROPERTY PROPERTYLINE LINE

5" 5"

H.S.S. H.S.S.12"x8"x1/2" 12"x8"x1/2"STEEL STEELEDGE EDGEBEAM BEAM

CURTAIN WALL STACK JOINT STRUCTURAL SILICONE, TYP

BRIDGE BRIDGEPARK PARKDRIVE DRIVE

LIGHTWEIGHTCONCRETE CONCRETE LIGHTWEIGHT MIN2-1/2, 2-1/2,2HR 2HRRATED RATED MIN

PRECAST PRECASTCONCRETE CONCRETE

PROPERTY LINE

ALUMINUM MULLION SPANDREL GLASS IGU

KEY KEYPLAN PLAN

CC LL T.O.S. T.O.S.

3" 3"

CONT CONT1/4" 1/4"BENT BENTPLATE PLATE

63 4"

STRUCTURAL SILICONE, TYP ALUMINUM TRANSOM

50% 50%CONSTRUCTION CONSTRUCTIONDOCUMENTS DOCUMENTS LIGHTWEIGHT LIGHTWEIGHTCONCRETE CONCRETE MIN MIN2-1/2, 2-1/2,2HR 2HRRATED RATED CONT CONT1/4" 1/4"BENT BENTPLATE PLATE

LIGHTWEIGHT LIGHTWEIGHTCONCRETE CONCRETE MIN MIN2-1/2, 2-1/2,2HR 2HRRATED RATED

35" 8

CLADDED COLUMN BEYOND WET SILICONE JOINT & BACKER ROD, TYP

2%SLOPE SLOPE 2% SLOPE SLOPE

11" 5" 8

LANDSCAPE LANDSCAPEARCHITECT: ARCHITECT: MICHAEL MICHAELVAN VANVALKENBURGH VALKENBURGHASSOCIATES, ASSOCIATES,INC., INC., LANDSCAPE LANDSCAPEARCHITECTS, ARCHITECTS,PC PC 1616COURT COURTSTREET, STREET,11TH 11THFLOOR, FLOOR,BROOKLYN, BROOKLYN,NY NY11241 11241 718.243.2044 718.243.2044

5" 5"

T.O.S. T.O.S.

3-5/8" METAL STUD BATT INSULATION 2-1/2" PIPE

INTERIOR INTERIORDESIGNER: DESIGNER: INNERVATIONS INNERVATIONSLTD. LTD. 5050SWALM SWALMSTREET, STREET,WESTBURY, WESTBURY,NY NY11590 11590 516.483.5200 516.483.5200

1515BRIDGE BRIDGEPARK PARKDRIVE, DRIVE,NY NY11201 11201 BLOCK: BLOCK:245 245 LOT: LOT:2525

3" 3" 11" 11"

10" 2'-4"

5/8" GYPSUM WALL BOARD

VARIES

7 7"" 8 8

SCHUECO SCHUECOAWS AWS75 75 OPERABLE OPERABLEWINDOW, WINDOW,TYP TYP WETSILICONE SILICONESEAL SEAL&&BACKER BACKERROD ROD WET BOTHSIDES, SIDES,TYP TYP BOTH WATERPROOFING, WATERPROOFING,TYP TYP CONTINUOUSWOOD WOODINLAY INLAY CONTINUOUS ASTHERMAL THERMALBREAK BREAK AS PRE-CASTCONCRETE CONCRETEPANEL PANEL PRE-CAST STEEL STEELHSS HSSEMBED EMBEDAS ASDEAD DEADLOAD LOAD SUPPORT SUPPORTFOR FORCONCRETE CONCRETEPANEL PANEL RE-BAR RE-BAR SILICONESEALANT SEALANT&&BACKER BACKERROD ROD SILICONE BOTHSIDES, SIDES,TYP TYP BOTH

10" 10" 3'-4" 3'-4"

CC LL

8" 8" 3" 3"

5" 5"

5" 5" COLOR22 COLOR

1 221 22""

1" 1"

10" 10"

5" 5"

55"" 88

3'-4" 3'-4"

CC LL T.O.S. T.O.S.

3" 3"

FIRESTOP FIRESTOP 2-1/2" 2-1/2"PIPE PIPE FINISHFLOOR FLOOR FINISH

1'-6"

LEED LEEDCONSULTANT: CONSULTANT: YR YR&&GG- -NEW NEWYORK YORK 163 163WW23RD 23RDSTREET STREET4TH 4THFLOOR, FLOOR,NEW NEWYORK, YORK,NY NY10011 10011 866.994.5623 866.994.5623

2% 2%SLOPE SLOPE

COLOR11 COLOR

SMOKE SMOKESEAL SEALAT ATSLAB SLABEDGE EDGE

3" 3"

COLOR COLOR22

2" 2" 8" 8"

ACOUSTIC ACOUSTICCONSULTANT: CONSULTANT: HOUGHTON HOUGHTONASSOCIATES ASSOCIATESLLC LLC 315 315CHURCH CHURCHSTREET, STREET,SUITE SUITE4C, 4C,NEW NEWYORK, YORK,NY NY10013 10013 212.219.1250 212.219.1250

SILICONESEALANT SEALANT&&BACKER BACKERROD ROD SILICONE BOTHSIDES, SIDES,TYP TYP BOTH

3" 3" 6" 6" 3" 3"

1 221 22""

3" 3" 2% 2%SLOPE SLOPE

BRIDGE PARK DRIVE BRIDGE PARK DRIVE

SLOPE SLOPE

COLOR22 COLOR

10" 10" 3'-4" 3'-4"

SCHUECO SCHUECOAWS AWS75 75 OPERABLE OPERABLEWINDOW, WINDOW,TYP TYP WET WETSILICONE SILICONESEAL SEAL&&BACKER BACKERROD ROD BOTH BOTHSIDES, SIDES,TYP TYP WATERPROOFING, WATERPROOFING,TYP TYP CONTINUOUS CONTINUOUSWOOD WOODINLAY INLAY AS ASTHERMAL THERMALBREAK BREAK PRE-CAST PRE-CASTCONCRETE CONCRETEPANEL PANEL STEEL STEELHSS HSSEMBED EMBEDAS ASDEAD DEADLOAD LOAD SUPPORT SUPPORTFOR FORCONCRETE CONCRETEPANEL PANEL

FIRESTOP FIRESTOP 2-1/2" 2-1/2"PIPE PIPE FINISH FINISHFLOOR FLOOR

55"" 88

1' 1'

9" 9" 6" 6"

3" 3"

7 7"" 8 8

COLOR11 COLOR

SMOKESEAL SEALAT ATSLAB SLABEDGE EDGE SMOKE

1' 1'

5" 5" 10" 10"

3" 3"

COLUMN COLUMNC.L. C.L. CORNER CORNERBEAD BEAD 5/8" 5/8"GYPSUM GYPSUMWALL WALLBOARD BOARD LIGHT-GAUGE LIGHT-GAUGESTEEL STEEL FRAMING FRAMINGW/ W/BATT BATTINSULATION, INSULATION,R-4/IN R-4/IN SPRAY-FOAM SPRAY-FOAMINSULATION, INSULATION,R-5/IN R-5/IN HEIGHT HEIGHTADJUSTMENT ADJUSTMENTBOLT BOLT AT ATDEAD DEADLOAD LOADBRACKET BRACKET 3/4" 3/4"STEEL STEELPLATE PLATEAS ASDEAD DEADLOAD LOAD BRACKET BRACKETRECEIVER. RECEIVER.WELDED WELDED TO TOFRONT FRONTOF OFSTEEL STEELCOLUMN COLUMN

SLOPE SLOPE

5511"" 88 COLUMN COLUMNC.L. C.L. CORNER CORNERBEAD BEAD 5/8" 5/8"GYPSUM GYPSUMWALL WALLBOARD BOARD LIGHT-GAUGE LIGHT-GAUGESTEEL STEEL FRAMING FRAMINGW/ W/BATT BATTINSULATION, INSULATION,R-4/IN R-4/IN SPRAY-FOAMINSULATION, INSULATION,R-5/IN R-5/IN SPRAY-FOAM HEIGHTADJUSTMENT ADJUSTMENTBOLT BOLT HEIGHT ATDEAD DEADLOAD LOADBRACKET BRACKET AT 3/4"STEEL STEELPLATE PLATEAS ASDEAD DEADLOAD LOAD 3/4" BRACKETRECEIVER. RECEIVER.WELDED WELDED BRACKET TOFRONT FRONTOF OFSTEEL STEELCOLUMN COLUMN TO

1'-3" SLOPE

CIVIL CIVILENGINEER: ENGINEER: PHILP PHILPHABIB HABIB&&ASSOCIATES ASSOCIATES 102 102MADISON MADISONAVENUE, AVENUE,11TH 11THFLOOR, FLOOR,NEW NEWYORK, YORK,NY NY10016 10016 212.929.5656 212.929.5656

ATLANTIC AVENUE ATLANTIC AVENUE

9" 9"

CODE CODECONSULTANT: CONSULTANT: DESIGN DESIGN2147 2147LIMITED LIMITED 5252DIAMOND DIAMONDSTREET, STREET,BROOKLYN, BROOKLYN,NY NY11222 11222 718.383.9340 718.383.9340

1'-8" 1'-8"COLUMN COLUMNC.L. C.L.TO TOPROP. PROP.LINE LINE

COLUMN COLUMN

1'-8" COLUMN C.L. TO PROP. LINE

HORIZONTAL DETAILS

3'-4"

DATE DATE

21 2"

IGU AS PER GLASS SCHEDULE PRE-CAST CONCRETE FRAME

A-401

250 250Park ParkAvenue AvenueSouth South3rd 3rdFl.Fl. New NewYork, York,New NewYork York10003 10003 646-478-7455 646-478-7455

NO. NO.

BRIDGE PARK DRIVE

ATLANTIC AVENUE

5" 8

FACADE S

KEY PLAN

FAÇADE PLAN DETAIL 3HR RATED STEEL "W" COLUMN FIREPROOFING UL DESIGN NO. X854

10"

LANDSCAPE ARCHITECT: MICHAEL VAN VALKENBURGH ASSOCIATES, INC., LANDSCAPE ARCHITECTS, PC 16 COURT STREET, 11TH FLOOR, BROOKLYN, NY 11241 718.243.2044

10'-8 1/2"

PLAN DETAIL - PRE-CAST CONCRETE SECONDARY FRAME

10"

3"3 1/8"

INTERIOR DESIGNER: INNERVATIONS LTD. 50 SWALM STREET, WESTBURY, NY 11590 516.483.5200

21'-5"

PROJECT NO: 1612.02

3"3 1/8" 6"

3'-4"

LEED CONSULTANT: YR & G - NEW YORK 163 W 23RD STREET 4TH FLOOR, NEW YORK, NY 10011 866.994.5623

1'-101 2"

10"

4'-2 1/4"

2'-8" BEAM C.L. TO PROP. LINE

10"

4'-2 1/4"

FAÇADE SECTION DETAIL

5 8 1'-1"

41" 2

50% CONSTRUC

PIER 6 BROOK

VARIES

3" 8

ACOUSTIC CONSULTANT: HOUGHTON ASSOCIATES LLC 315 CHURCH STREET, SUITE 4C, NEW YORK, NY 10013 212.219.1250

BRIDGE PARK DRIVE

10"

8" 9"

4'-21"1/4"

COLOR 1

3" 2"

41" 2

4'-2 1/4"

COLOR 2

15 BRIDGE PARK DRIVE, NY BLOCK: 245 LOT: 25

1'-8" COLUMN C.L. TO PROP.

1 A-440

CIVIL ENGINEER: PHILP HABIB & ASSOCIATES 102 MADISON AVENUE, 11TH FLOOR, NEW YORK, NY 10016 212.929.5656

6" 8"

COLOR 2

3"3 1/8"

COLOR 1

LANDSCAPE ARCHITECT: MICHAEL VAN VALKENBURGH LANDSCAPE ARCHITECTS, PC 16 COURT STREET, 11TH FLOO 718.243.2044

KEY PLAN

3" 3"

1'-8"

3" 8

CODE CONSULTANT: DESIGN 2147 LIMITED 52 DIAMOND STREET, BROOKLYN, NY 11222 718.383.9340

2 A-440

T.O. 9TH FLOOR SLAB EL. 74'-0"

PAR

ELEVATOR CONSULTANT: JENKINS & HUNTINGTON, INC. 1251 AVENUE OF THE AMERICAS, SUITE 920, NEW YORK, NY 10020 212.696.1818

1'-8"

1 A-440

PROPERTY LINE

FACADE CONSULTANT: LAUFSED LLC - LAUFS ENGINEERING DESIGN 46-01 5TH STREET, 2ND FLOOR, LONG ISLAND CITY, NY 11101 212.529.3905

3" 4

IGU AS PER GLASS SCHEDULE PRE-CAST CONCRETE FRAME

SLAB EDGE SCHUECO AWS 75 (OPERABLE PANEL)

21 2"

SLAB EDGE SCHUECO AWS 75 (OPERABLE PANEL) SCHUECO AWS 75 (FIXED PANEL) IGU AS PER GLASS SCHEDULE

MEP ENGINEER: COSENTINI ASSOCIATES CONSULTING ENGINEERS TWO PENNSYLVANIA PLAZA, NEW YORK, NY 10121 212.615.3600 STRUCTURAL ENGINEER: NPLM ENGINEERING P.C. 1160 ROUTE 22 WEST, 2ND FLOOR , MOUNTAINSIDE, NJ 07092 215.925.3788

3HR RATED STEEL "W" COLUMN FIREPROOFING UL DESIGN NO. X854

10 5/8"

CONSTRUCTION MANAGER: SUFFOLK CONSTRUCTION 65 ALLERTON STREET, BOSTON, MA 02119 617.517.3500

5" 8

PLAN DETAIL - PRE-CAST CONCRETE FRAME TRANSITION

KADEX FINISH HSS 12x8 (SEE STRUCT. DWG.) 3" SPRAY-APPLIED FIREPROOFING GYPSUM BOARD SPRAY-ON INSULATION PUNCHED WINDOW

OWNER: LANDING B ASSOCIATES, LLC RALOLIVER DEVELOPMENT SERVICES, LLC

3'-4"

3 1/8"3"

ATLANTIC AVENUE

10"

50% CONSTRUCTION DOCUMENTS SUBMISSION DOB FILING SUBMISSION DESIGN DEVELOPMENT SUBMISSION DOB FILING SUBMISSION SCHEMATIC DESIGN PARK SUBMISSION

CONSULTANTS

41" 2

10"

INTERIOR DESIGNER: INNERVATIONS LTD. 50 SWALM STREET, WESTBUR 516.483.5200

2" 12.22.16 12.02.16 10.28.16 10.14.16 11.12.15

7" 8

COLOR 1

11"

7'-3 3/8"

1 A-420 8"

CL 41" 2

LEED CONSULTANT: YR & G - NEW YORK 163 W 23RD STREET 4TH FLOO 866.994.5623

PROP. LINE

8'-2"

6" 8"

COLOR 2

10"

3" 6"

COLOR 2

COLOR 1

3" 8

ACOUSTIC CONSULTANT: HOUGHTON ASSOCIATES LLC 315 CHURCH STREET, SUITE 4 212.219.1250

COLUMN

HEAT PUMP CONSOLE UNIT PRE-CAST CONCRETE PRIMARY FRAME 3" SPRAY-ON INSULATION SMOKE SEAL W/ FIRE STOP ENGINEERED WOOD F.F. PRE-CAST PLANK

1'-8"

3" 8

CIVIL ENGINEER: PHILP HABIB & ASSOCIATES 102 MADISON AVENUE, 11TH F 212.929.5656

REVISION

3" 4

PROPERTY LINE

DATE

3'-4"

21 2"

IGU AS PER GLASS SCHEDULE PRE-CAST CONCRETE FRAME

250 Park Avenue South 3rd Fl. New York, New York 10003 646-478-7455

NO.

5" 8

LATERAL SUPPORT CONNECTION SLAB EDGE SCHUECO AWS 75 (OPERABLE PANEL)

CODE CONSULTANT: DESIGN 2147 LIMITED 52 DIAMOND STREET, BROOK 718.383.9340

6'-8" R.O.

2-1/2" LIGHT-GAUGE STEEL FRAMING WALL W/ BATT INSULATION

W1 N1

1'-10 1/2"

5" 8

W1 N2

1'-8" COLUMN C.L. TO PROP.

7'-3 3/8"

W1 N2

W1 N1

3HR RATED STEEL "W" COLUMN FIREPROOFING UL DESIGN NO. X854

FACADE CONSULTANT: LAUFSED LLC - LAUFS ENGINE 46-01 5TH STREET, 2ND FLOO 212.529.3905

ELEVATOR CONSULTANT: JENKINS & HUNTINGTON, INC. 1251 AVENUE OF THE AMERIC 212.696.1818

KADEX FINISH HSS 12x8 (SEE STRUCT. DWG.) 3" SPRAY-APPLIED FIREPROOFING GYPSUM BOARD SPANDREL GLASS PUNCHED WINDOW

8'-2"

5" 8

10 5/8"

3 1/8"3"

W1 A2

10"

W1 A2

1'-4"

METAL CLADDING

W1 A1

10 5/8"

STONE BASE

BLE WINDOW MULLION

50% C DOB F DESIG DOB F SCHE

T.O. 11TH FLOOR SLAB EL. 92'-0"

GFRC CLADDING

12.22.16 12.02.16 10.28.16 10.14.16 11.12.15

1 A-420

PRE-CAST CONCRETE COLOR 2

REVIS

10"

VISION GLASS PRE-CAST CONCRETE COLOR 1

DATE

PROP. LINE 9"

1'-10 1/2"

REFER TO A-460 FOR WINDOW SCHEDULE

FACADE MATERIALS

NO.

WINDOW GLAZING TYPES 1 - OPERABLE 2 - FIXED 3 - SHADOW BOX

10"

WALL SYSTEMS (W1/ W2/ W3...)

8'-2"

WINDOW VARIATION (SIZE, SHAPE..)

W1 A-Z 1

3'-4"

W1 N1

WINDOW TAG LEGEND

Elevation and Facade Detail FACADE MATERIALS

WINDOW TAG LEGEND WALL SYSTEMS (W1/ W2/ W3...)

FACADE AREAS (ENTIRE BLDG.) 1 2 3 4 5 6 7 8

VISION GLASS

FIXED WINDOW SHADOW BOX PRIMARY FACADE GRID SECONDARY FACADE GRID GLASS C.W. AT BASE/LOBBY BULKHEAD VERTICAL FACADE FINS ROLL UP DOOR TOTAL

W1 The precast panels are manufactured in factory with glasses attatched to the panels. Therefore the manufacturer had strict guideSPANDREL GLASS A-Z 1 line so that the panels don’t fail during shipping and when for construction. insulation behind the panel, facade PRECASTIncluding CONCRETE - COLOR 1 WINDOW WINDOWlifted GLAZING TYPES VARIATION 1 - OPERABLE 2 - FIXEDcomes when the facade SHAPE..) PRECAST CONCRETE - COLOR thickness got enormous. It’s still possible but(SIZE, the challenge anchors to2 the columns. Steel column needs 3 - SPANDREL PRECAST - COLOR 3 3hr UL rating according to the new building code and there isn’t enough room for CONCRETE both insulation for facade and fire proofing REFER TO A-460 FOR WINDOW SCHEDULE METAL around the column. However, the process is worth for the economical reason and it’s guarenteed to have clean look.

SQ. FT. 22,736 7,028 11,301 8,118 3,505 7,710 102 170 60,670

GLASS-TO-WALL RATIO: 42.93% TOTAL # OF OPERABLE WINDOWS: 449

COLUMN CLADDING ARCHITECTURAL LOUVERS STONE BASE D

ARCHITECTURAL LOUVER

2 A-241

ACOUSTIC LOUVERS BEHIND

ARCHITECTURAL LOUVER

11'-2"

LOT LINE

ARCHITECTURAL LOUVER

11'-2"

ACOUSTIC LOUVER BEHIND

12'-4"

LOT LINE

12'-4"

LOT LINE

12'-4"

11'-2"

T.O. BULKHEAD EL. 165'-2" (NAVD +178.16')

T.O. ROOF FINISH EL. 155'-0"LOT (NAVD LINE+168.00') T.O. ROOF SLAB EL. 154'-0" (NAVD +167.00')

LOT LINE LOT LINE

1 A-241

24'-6"

1 A-24

T.O. 16TH FLOOR SLAB EL. 141'-8" (NAVD +154.67')

11'-2"

P.C. PANEL TYPE A1-14

P.C. PANEL TYPE A1-13

W2 A1

W1 A2

W2 A2

W1 A1

W2 A2

W1 N2

W2 A1

W1 N2

W2 A2

W1 N1

W2 A2

W2 A1

W2 A2

W2 A1

W2 A2

W2 A1

W2 A3

W1 W1 A2 B1

W1 W1 B2 A2

W1 W1 B2 A1

W1 B1

W1 A1

W1 B1

W1 A3

W1 B2

W1 W1 A1 B2

W1 W1 A2B1

W1 W1 B1 A1

W1 W1 B2 A2

W1 B2

W1 A2

W1 B1

W1 A1

W1 B3

W1 W1 A1B2

W1 W1 A2 B2

W1 W1 B1 A2

W1 A1

W1 N1

W1 W1 N2 O1

W1 W1 O2 N2

W1 W1 O2 N1

W1 O1

W1 N1

W1 O1

W1 N3

W1 O2

W1 W1 N1 O2

W1 W1 N2O1

W1 W1 O1 N1

W1 W1 O2 N2

W1 O2

W1 N2

W1 O1

W1 N1

W1 O3

W1 W1 N1O2

W1 W1 N2 O2

W1 W1 O1 N2

W1 N1

W2 A1

W1 B1

PANEL TYPE A1-16 T.O.P.C. 14TH FLOOR SLAB EL. 119'-0" (NAVD P.C. PANEL TYPE +132.00') A1-6

P.C. PANEL TYPEP.C. A1-18 PANEL TYPE A1-17

P.C. PANEL TYPE A1-6

P.C. PANEL TYPE A1-9

P.C. PANEL TYPE A2-3

W1 A1

P.C. PANEL TYPE A1-16

P.C. PANEL TYPE A1-17

P.C. PANEL TYPE A2-11

W1 N1

W2 A3

11'-6"

W1 N1

W1 A2

P.C. PANEL TYPEP.C. A1-10 PANEL TYPE A1-9 9'-0"

W1 N2

W1 A1

T.O 15TH FLOOR SLAB EL. 130'-6" (NAVD +143.50')

2 A-406

W1 O1

9'-0"

W1 A1

9'-0"

W1 A2

11'-6"

2 A-403

11'-6"

P.C. PANEL TYPE A2-9

11'-2"

ARCHITECTURAL LOUVER

W1 A2

W1 A1

W1 A2

W1 A1

W1 A2

W1 A3

W1 N2

W1 N1

W1 N2

W1 N1

W1 N2

W1 N1

W1 N2

W1 N3

W1 A2

W1 A1

W1 A2

W1 A1

W1 A2

W1 A1

W1 A2

W1 A3

W1 A1

W1 A2

W1 A1

W1 W1 A2 B1

W1 W1 B2 A2

W1 W1 B2 A1

W1 B1

W1 A1

W1 B1

W1 A3

W1 B2

W1 W1 A1 B2

W1 W1 A2B1

W1 W1 B1 A1

W1 W1 B2 A2

W1 B2

W1 A2

W1 B1

W1 A1

W1 B3

W1 W1 A1B2

W1 W1 A2 B2

W1 W1 B1 A2

W1 A1

W1 N1

W1 N2

W1 N1

W1 W1 N2 O1

W1 W1 O2 N2

W1 W1 O2 N1

W1 O1

W1 N1

W1 O1

W1 N3

W1 O2

W1 W1 N1 O2

W1 W1 N2O1

W1 W1 O1 N1

W1 W1 O2 N2

W1 O2

W1 N2

W1 O1

W1 N1

W1 O3

W1 W1 N1O2

W1 W1 N2 O2

W1 W1 O1 N2

W1 N1

W1 A2

W1 A1

W1 W1 A2 B1

W1 W1 B2 A2

W1 W1 B2 A1

W1 B1

W1 A1

W1 B1

W1 A3

W1 B2

W1 W1 A1 B2

W1 W1 A2B1

W1 W1 B1 A1

W1 W1 B2 A2

W1 B2

W1 A2

W1 B1

W1 A1

W1 B3

W1 W1 A1B2

W1 W1 A2 B2

W1 W1 B1 A2

W1 A1

W1 B1

9'-0"

W1 A1

9'-0"

W1 A1

9'-0"

T.O. 13TH FLOOR SLAB EL. 110'-0" (NAVD +123.00') W1 A2

W1 N3

W1 N1

P.C. PANEL TYPE A1-1 P.C. PANEL TYPE A1-3 W1 A1

W1 A2

W1 A1

W1 A2

W1 A1

W1 A2

W1 A3

W1 N2

W1 N1

W1 N2

W1 N1

W1 N2

W1 N1

W1 N2

W1 N3

W2 A2

W2 A1

W2 A2

W2 A1

W2 W2 A2 A2

W2 A1

W2 A2

W2 A3

W2 A2

W2 A1

W2 A2

W2 A1

W2 W2 A2 A2

W2 A1

W2 A2

W2 A3

W2 A2

W2 A1

W2 A2

W2 A1

W2 W2 A2 A2

W2 A1

W2 A2

W2 A1

W2 A2

W3 C2

W2 W3 A2 A1

W2 A1

W3 A2

P.C. PANEL TYPE A1-8

W1 N1

9'-0"

9'-0" 9'-0"

P.C. PANEL TYPEP.C. A1-10 PANEL TYPE A1-9 W1 N1

W1 W1 N2 O1

W1 W1 O2 N2

W1 W1 O2 N1

W1 O1

W1 N1

W1 N3

W1 O2

W1 W1 N1 O2

W1 W1 N2O1

W1 W1 O1 N1

W1 W1 O2 N2

W1 O2

W1 N2

W1 O1

W1 O3

W1 N1

W1 W1 N1O2

W1 W1 N2 O2

W1 W1 O1 N2

W1 N1

P.C. PANEL TYPEP.C. A1-2PANEL TYPE A1-1 P.C. PANEL TYPEP.C. A1-4PANEL TYPE A1-3 W1 A2

W1 A1

W1 W1 A2 B1

W1 W1 B2 A2

W1 W1 B2 A1

W1 B1

W1 A1

W1 B1

W1 A3

W1 B2

W1 W1 A1 B2

W1 W1 A2B1

W1 W1 B1 A1

W1 W1 B2 A2

W1 B2

W1 A2

W1 B1

W1 A1

W1 B3

W1 W1 A1B2

W1 W1 A2 B2

W1 W1 B1 A2

W1 A1

W1 N2

W1 N1

W1 W1 N2 O1

W1 W1 O2 N2

W1 W1 O2 N1

W1 O1

W1 N1

W1 O1

W1 N3

W1 O2

W1 W1 N1 O2

W1 W1 N2O1

W1 W1 O1 N1

W1 W1 O2 N2

W1 O2

W1 N2

W1 O1

W1 N1

W1 O3

W1 W1 N1O2

W1 W1 N2 O2

W1 W1 O1 N2

W1 N1

W2 A1

W2 A2

W2 A1

W2 W2 A2 B1

W2 W2 B2 A2

W2 W2 B2A1

W2 B1

W2 A1

W2 B1

W2 A3

W2 B2

W2 W2 A1 B2

W2 W2 A2B1

W1 W2 B1A1

W1 W2 B2 A2

W1 B2

W2 A2

W1 B1

W2 A1

W1 B3

W1 W2 B2 A1

W2 W1 A2 B2

W1 W2 B1 A2

W2 A1

W2 A2

W2 A1

W2 W2 A2 B1

W2 W2 B2 A2

W2 W2 B2A1

W2 B1

W2 A1

W2 B1

W2 A3

W2 B2

W2 W2 A1 B2

W2 W2 A2B1

W1 W2 O1A1

W1 W2 O2 A2

W1 O2

W2 A2

W1 O1

W2 A1

W1 O3

W1 W2 O2 A1

W2 W1 A2 O2

W1 W2 O1 A2

W2 A1

W2 A2

W2 A1

W2 W2 A2 B1

W2 W2 B2 A2

W2 W2 B2A1

W2 B1

W2 A1

W2 B1

W2 A3

W2 B2

W2 W2 A1 B2

W2 W2 A2B1

W2 W2 B1A1

W2 W2 B2 A2

W2 B2

W2 A2

W2 B1

W2 A1

W1 B3

W1 W2 B2 A1

W2 W1 A2 B2

W1 W2 B1 A2

W2 A1

W3 A1

W3 A2

W3 A1

W3 W2 A2 B1

W2 W3 B2 A2

W2W3 B2 A1

W2 B1

B1 B1

W2 A3

W2 B2

W2 W2 A1 B2

W2 W2 A2B1

W2 W2 B1A1

W2 W2 B2 A2

W2 B2

W2 A2

W2 B1

W2 A1

W1 O3

W1 W2 O2 A1

W2 W1 A2 O2

W1 W2 O1 A2

W2 A1

W1 N1

9'-0"

P.C. PANEL TYPEP.C. A1-12 PANEL TYPE A1-11

P.C. PANEL TYPE A1-6 W1 N2

W1 A2

W1 A1

9'-0"

W1 A1

9'-0"

W1 A2

W1 N2

W1 O1

T.O. 9TH FLOOR SLAB EL. 74'-0" (NAVD +87.00')

W1 B1

T.O. 8TH FLOOR SLAB EL. 65'-0" (NAVD +78.00')

W1 O1

9'-0" 9'-0"

A-405

P.C. PANEL TYPE A2-13

W3 N3

W3 N1

9'-0"

P.C. PANEL TYPE A2-18 W2 B1

W3 N1

W2 B2

W2 B1

6 A-410

W3 V2

W2 B1

W2 W2 B2 X3 W3 V2

W2 W2 Y2 U2

W3 W2 B1A1

W3 W2 B2 A2

W3 B2

W2 A2

W3 B1

W2 A1

W3 B1

W2W3 A1B2

W2 W3 A2 B2

W3 W2 E1 A2

W2 A1

9'-0"

W3 N2

W3 T2

2 A-468

13.16'

12.78'

2 A-466

1 A-467

13.16'

STONE BASE

13.16'

W2 B1

T.O. 2ND FLOOR SLAB EL. 11'-0" (NAVD +24.00')

FURMAN STREET

13.16' 13.16'

T.O. 3RD FLOOR SLAB EL. 20'-0" (NAVD P.C. PANEL TYPE+33.00') A2-17

2 A-468

1'-0"

13.16' 12.78'

1'-0"

12.96'

4 A-468

BRIDGE PARK DRIVE

W2 B1

9'-0"

W2 A1

W2 V2 W2 A1

11'-0"

W2 W3 A2 N1

11'-0"

1 A-466

W3 P2

9'-0"

W2 A2

P.C. PANEL TYPE A2-13

P.C. PANEL TYPE A2-17 1 W3 A-467 N2

12.78'

11'-0"

P.C. PANEL TYPE A2-18

9'-0"

W3 U2

T.O. 4TH FLOOR SLAB EL. 29'-0" (NAVD +42.00') 9'-0"

2 A-408

W2 R2

1'-0"

9'-0"

W3 A3

W2 B1

9'-0"

P.C. PANEL TYPE 17

W2 B1

P.C. PANEL TYPESLAB A2-4 T.O. 5TH FLOOR EL. 38'-0" (NAVD +51.00') P.C. PANEL TYPE A2-2

P.C. PANEL TYPE 21

P.C. PANEL TYPE A2-4 P.C. PANEL TYPE A2-2

W2 A3

W2 B1

9'-0"

P.C. PANEL TYPE 21

2 A-407

PANEL TYPE A1-8 T.O. P.C. 10TH FLOOR SLAB EL. 83'-0" (NAVD P.C. PANEL TYPE+96.00') A1-6

T.O. 6TH FLOOR SLAB EL. 47'-0" (NAVD2 +60.00')

2 A-405

W2 A1

W1 B1

2 A-404

9'-0"

2 A-402

W2 A1

T.O. 11TH FLOOR SLAB EL. 92'-0" (NAVD +105.00')

T.O. 7TH FLOOR SLAB EL. 56'-0" (NAVD +69.00')

P.C. PANEL TYPE A2-3

W2 A2

W1 O1

155'-0" 155'-0" MAX BUILDING HEIGHT ALLOWED (ABOVE FLOOD ELEVATION EXCLUSIVE OF CODE COMPLAINT BUILKHEAD)

W1 N2

9'-0"

W1 N1

9'-0"

W1 N2

2 A-404

130'-6"

W1 N2

9'-0"

P.C. PANEL TYPE A1-9 W1 N1

2 A-401

9'-0"

P.C. PANEL TYPE A1-11

W1 N2

9'-0"

W1 N1

W1 A2

9'-0"

P.C. PANEL TYPE A1-7 P.C. PANEL TYPE A1-5 W1 N2

W1 A1

T.O. 12TH FLOOR SLAB EL. 101'-0" (NAVD +114.00')

9'-0"

2 A-400

155'-0" MAX BUILDING HEIGHT ALLOWED (ABOVE FLOOD ELEVATION EXCLUSIVE OF CODE COMPLAINT BUILKHEAD)

9'-0"

4 A-468

BRIDGE PARK DRIVE T.O. 1ST FLOOR SLAB = (DFE) EL. 0'-0" (NAVD +13.00') BASE FLOOD ELEVATION (BFE) 12.78' FEMA) EL. -1'-0" (NAVD +12.00'

9.67'

WEST ELEVATION

SOUTH ELEVATION

SOUTH

APT. 4A, 0BR-F-M 532NSF

15" CLEARANCE

14" CLEARANCE (@ DROPPED CEILING)

DUCT 11" BELOW STORM WATER (3'-1" CLEARANCE FROME B.O.S.) 23" CLEARANCE (@ DROPPED CEILING)

EXHAUST INTO RECOVERY UNIT DN

EXHAUST INTO RECOVERY UNIT

17" CLEARANCE (@ DROPPED CEILING)

9" CLEARANCE

14" CLEARANCE (@ DROPPED CEILING)

APT. 12I 2BR-C-A 917NSF

21" CLEARANCE (@ DROPPED CEILING)

13" CLEARANCE

UP U P

DN D N

DN DN

UP U P

STAIR S STA TA AIR AIR RA

SWITCH KX2 & TX2 TROUGHOUT

STAIR S T TAIR TAI TA AIIR RB

11" CLEARANCE

EXHAUST INTO RECOVERY UNIT

19" CLEARANCE (@ DROPPED CEILING)

01 A-212

13" CLEARANCE

11" CLEARANCE

9" CLEARANCE

19" CLEARANCE (@ DROPPED CEILING 21" CLEARANCE (@ DROPPED CEILING)

23" CLEARANCE (@ DROPPED CEILING)

21" CLEARANCE (@ DROPPED CEILING)

15" CLEARANCE

21" CLEARANCE (@ DROPPED CEILING)

13" CLEARANCE

15" CLEARANCE

13" CLEARANCE

APT. A P PT T.. 4p T 3BR-A-A 3B 33BR BR BR-A A-A A A 969NSF 9969 6699NSF 99NS NS NSF SF

APT. A PT P T. 12G 12 122G G 22B B BR R R--A-A AA 2BR-A-A 8553 85 53N 33N NSF NS N SF 853NSF

9" CLEARANCE

15" CLEARANCE

21" CLEARANCE (@ DROPPED CEILING)

EXHAUST OUT ON MECH. ROOF

14" CLEARANCE (@ DROPPED CEILING)

APT. AP A PT P T T.. 44E E 3B 3B BR-A BR R A1 A1-A 1-A A 3BR-A1-A 989NSF 989NS 989 98 889N 99NSF NSF SF

APT. A P PT T.. 44F T F 00BR-E-A BR B R-ER E-A A 4002N 402NSF 22N NSF N S SF F

EXHAUST OUT ON MECH. ROOF

11" CLEARANCE

02 A-212

W21

Ceiling Height Coordination

PENT HOUSE ABOVE

W18 W16 W14

SLAB RECESS

W12 SHAFT OFFSET STORM WATER

W12

W18

** SEE HEIGHT STUDY(SENT ON 12/14) FOR SECTION

As the floor plan offset, there should be reinforcement for steel post to stand. As the result, the 15th floor sturcture got deeper and even worse, all the mechincal elements have to offset below 15th floor slab. To maintain acceptable ceiling height for the 14th floor residential units, pensive coordination is needed.

Alterations or additions to this engineering document by an unlicensed person is a violation of Chapter 16, Title VIII, Article 145 ยง 7209.2 of the New York State Education Law.

W12

W21

T.O.S. 15TH FL

T.O.S. TERRACE

W21 T.O.S. MECH ROOF

T.O.S. TERRACE

2" FP 2" FP

2" FP

T.O.S. 14TH FL 14TH FL BELOW RECESSED TERRACE

14TH FL BELOW 15TH FL

T.O.S. 14TH FL 14TH FL BELOW TERRACE/ MECH ROOF

W12

T.O. ROOF PARAPET

Facade Design Progress Since the building is restricted with floor plans, most of the design comes from the facade. The idea is to create a gesture that opens to the waterfront by revealing lighter grid at a time. Ground level is almost transparent to give welcoming feeling to the public (Brooklyn Bridge Park). Before the final decision, there were different design approaches. The one on the right is one of the examples.

HUNTERS POINT ADDRESS: TYPE: STATUS: INVOLVMENT: REMARK:

HUNTER POINT SOUTH PARCEL C, LONG ISLAND CITY, NY, 11101 Residential (Rental/ Affordable) Schemetic Design Schemetic Design - Plan layout drives the massing - Window wall system - Exceptional set back requirement

12'-7" 4'-10"

7'-5"

CHASE

5'-0"

BATHROOM

8'-2"

WA L L

FRONT APR C H

13'-7" 5'-10" 2'-0"

CHASE

5'-0"

BATHROOM

8'-2"

WA L L

CLOSET

3'-6"

7'-5"

FRONT APR C H

14'-11" 7'-2" 2'-0"

7'-5"

4'-10"

8'-2"

WA L L CHASE

BATHROOM

5'-0"

CLOSET

FRON T APR C H

15'-2" 7'-2"

8'-0"

9'-3"

ALIGN

GALLEY KITCHEN

CHASE

5'-0"

WA L L

8'-2"

BATHROOM

WA L L

7'-5"

CHASE

4'-10"

CLOSET

2'-0"

FRON T APR C H

13'-10"

ALIGN

3'-6"

GALLEY KITCHEN

CHASE

WA L L

FRONT APR C H

8'-2"

CHASE

BATHROOM

WA L L

7'-5"

5'-0"

CLOSET

2'-0"

8'-0"

9'-3"

5'-10"

Modular Apartment Study The goal is to make modular apartment that each bay alterntes in and out to maximize view at the living room. The result is great that all apartments equally had 180 degree of veiw towards the water or city. However, since the modular layout determines the massing, itâ&#x20AC;&#x2122;s challenging to make modular apartment that would also work for ideal massing.

20'-7" 8'-0"

4'-10"

7'-5"

CHASE

8'-2"

BATHROOM

5'-0"

KITCHEN

CHASE

9'-3"

WA L L

GALLEY

F RO NT A P RCH

WA L L

21'-7" 5'-10" 2'-0"

9'-3"

WA L L

CLOSET

GALLEY

CHASE

BATHROOM

5'-0"

KITCHEN

8'-2"

3'-6"

7'-5"

CHASE

8'-0"

F RO NT A P RCH

WA L L

22'-11" 8'-0"

7'-5"

7'-2" 4'-10"

2'-0"

GALLEY

8'-2"

BATHROOM

CHASE

5'-0"

KITCHEN

CHASE

CLOSET

9'-3"

WA L L

F RO NT A P RCH

WA L L

19'-3" 8'-0"

9'-3"

GALLEY 2'-0"

5'-10"

7'-5"

3'-6"

KITCHEN

WA L L

CLOSET

WA L L

5'-0"

BATHROOM

8'-2"

F RO NT A P RCH

CHASE

20'-7" 8'-0"

9'-3"

GALLEY 2'-0"

7'-5"

7'-2" 4'-10"

KITCHEN

WA L L

WA L L CHASE

5'-0"

BATHROOM

8'-2"

F RO NT A P RCH

CLOSET

CHASE

BEDROOM - PUNCHED WINDOW BEDROOM - PUNCHED WINDOW

HUNTERS POINT SOUTH PARCEL C

LIVING ROOM - WINDOW LIVINGROOM - WINDOW WALL WALL

08/02/16

BEDROOM - WINDOW WALLWALL BEDROOM - WINDOW

LIVINGROOM - WINDOW WALL WALL LIVING ROOM - WINDOW

Window System and HVAC System Different Window System for bedroom and livingroom bay are studied closely for facade design. Also different HVAC system impacts on exterior and interior of the building. Vertical Heat Pump and P-tac system are studied to sense the preference for the building design.

HUNTERS POINT SOUTH PARCEL C

08/02/16

HEAT PUMP LOCATION 1

PUNCHED WINDOW PUNCHED WINDOW

HUNTERS POINT SOUTH PARCEL C

WINDOW WALL WINDOW WALL

08/02/16

PTAC LOCATION 2

PUNCHED WINDOW PUNCHED WINDOW

HUNTERS POINT SOUTH PARCEL C

WINDOW WALL WINDOW WALL

08/02/16

COMMUNICATING CITY - SKYSCRAPER ADDRESS: TYPE: STATUS: REMARK:

CANAL STREET AND BROADWAY Mixed-use tower Thesis Project - Sturcture design for skyscraper - Systemetic elevator design - A elevated Garden space as core combining splited towers, three blocks, underground transportation and culture THESIS: Throughout the history, the site was a gateway of immigrants, where various culture and ethnic groups were interacted. The immigrants had to accept the new environment to fit in. On the other hand, the city also has been changed reflecting the immagrant’s culture, visually and intellectually. This communication between the human and the city has created dynamic and intense environment overtime, and it will continue to build memory. The layer of memory, as the result, desires for the cultural exchange of various people, in understanding of “differences” of people, by learning and communicating with each other. The Communicating City is proposed to adop the past and future better by activating the communication between people and the city.

Manhattan Timeline Manhattan has changed overtime by different ethnicity. From the bottom of Manhattan, where maritime approach was easy, Dutch occupied the island little by little. However the land was never permanently belong to one specific ethnicity. It was the land of opportunity and many other immigrated for the same reason; equality and freedom of growth.

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❷

❸

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school musem park

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subway station subway route

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Structural Study The structure of skyscraper needs a strategy for its efficiency. The core is located where it works best for the sturcture and also for circulation. The steel truss holds core and columns together and one truss supports 20 floors each; 10 floors of compression and 10 floors of tension. The floor where truss is located becomes refuge floor for evacuation.

Communication Space The skysraper contains several meeting points. It begins with four legs standing independantly on different blocks. Around each legs, where they hit the ground, there are big plaza for public use. On each block, stairs are located to connect to the subway. When the legs meet in the air, a large platfrom is created. Itâ&#x20AC;&#x2122;s green space where everything meet and split again into independent towers. Then, to light up below tower, each floor opens to the ground, even to the subway platform. These communication spaces become means to ease the serious congestion in the neighborhood.

STILLNESS - EAGLEBROOK ADMINISTRATION ADDRESS: TYPE: STATUS: REMARK:

271 PINE NOOK RD, DEERFIELD, MA Administration Office 4th Year Project - Percise model making by hand - Continuation at every corner - Emphasis on human experience THESIS: On the center of a solid horizontal wall, the entrance is under the shade. The gentle fold of the wall smoothly drags a visitor into the darkness. In between two walls, tension rises. Then he sees a gleam of light at the end of the deep and narrow path. Getting close to the light, one wall carefully splits up and allows the first glimpse of the interior. Walking in few more steps, a sudden light shines from the other side with the scent of newly scythed grass. A lightful and surrounded courtyard welcomes warmly. After enjoying the moment, the visitor finds big glass doors. Entering the doors, itâ&#x20AC;&#x2122;s a lobby. A fireplace warms the air by brighting up the natural wood of surrounding interior. Behind the fireplace is the view of placid wasters of the pond. The visitor takes a sit in front of the fireplace and be lost in thought. In few minutes, he turns around and passes through a door to admissions lobby. Itâ&#x20AC;&#x2122;s the interior that was visible though cracks of the wall before. Looking around the lobby, he meets an eye with a counselor sitting inside one of three offices. The office door swings in and the counselor smiles with a background of beautiful playground.

Site Plan and Floor Plan One of the beauty of the campus is the nature. The landscape slopes gently for circulation for most of the time but then slopes steep for open view. The site has both view toward gentle pond and open sky. The building is shaped to seize those views but doesnâ&#x20AC;&#x2122;t interrupt the nature. Inside, the building provides different experience for the occupancy by revealing the view one by one. Itâ&#x20AC;&#x2122;s part of the nature but also a filter to admire the nature even more.

LOCUST INVASION - URBAN PLANNING ADDRESS: TYPE: STATUS: REMARK:

TIMBUKTU, MALI Market Place 4th Year Project - Architectural solution against natural disaster - Human behavior as an inspiration of architectural function THESIS: Finishing off anything eatable on its way, the locust invasion became serious concern and fright of hunger to the natives of Mali. By designing the market place in the center of Timbuktu, Mali, the goal is to design a space that alleviate nativeâ&#x20AC;&#x2122;s anxiety. The market will provide a Shelter with Trap system to reduce the number of locusts and keep the crops safe. However, itâ&#x20AC;&#x2122;s almost impossible to prevent this natural disaster completely. But instead, this disaster can create another culture or a fest. This event can be celebrated and also used as meditation practices while controlling allowence of locusts in each space. When this condition is succesfully achieved, the moment of locust invasion can be an utopian experience where anyone is accapted.

Locust Travel Route and Human Reaction In Central Africa, Locust invasion is a serious natrual desaster. It hits the town annually but hard to predict when exactly. The question is if it is just another desaster or a phenomenon of great nature. Timbuktu, the chose site, is city of Mali. There are different types of people circulates through the city; the resident, the nomad, and the tourist. Where the circulation overlaps becomes the market place. The market place is built with four types of costructions that look alike to human reacation towards the locust invasion. One is a shelter or housing to hide from locust but also a living space in other time. Second is a vendor for merchants. Itâ&#x20AC;&#x2122;s semi-open for human interaction but also to touch and experiece the massive natural phenomenon. Third is a trap to catch the locusts. To reduce the damage the traps are located outter most part of the market. The last is the tower. Itâ&#x20AC;&#x2122;s a place for obervation of loucst movement and forcast. Also a observatory tower to feel the mother nature.

Plan of DiďŹ&#x20AC;ernt Time Two plans of market place in normal times and during locust invasion. Itâ&#x20AC;&#x2122;s a market place to activate the city more, but then becomes shelter, experience booth, trap, and a observatory tower.

EXPECTING THE UNEXPECTED ADDRESS: TYPE: STATUS: REMARK:

SAN GIOVANNI DI FIORENTINI, ROME, ITALY Gallery & Visitor Center 3rd Year Rome Project - Modern building in between historical city - Concrete shell full of light and floating objects THESIS: Walking along Via Giulia, one can encounter many surprises with hidden historic objects and contradictory spacial experiences. The intention of the gallery was to reflect this experience with respect of existing buildings. The heavy and solid exterior shell was designed to keep certain distance away from surrounding buildings. In contrast, the interior express infinite space by allowing lots of light and hanging objects.

Street with Sequence The street of rome is full of stories and surprises. Often the local architects had concerns for a new building that might destroy the historical atmosphere and preservations. The building tries to be a gentle, dull object that would quietly sit in between the historical buildings. However, it attracts people on the street with lights sparkling through some of the openings.

1ft = 1/16in

+66ft

public bathroom -9ft

lounge

GALLERY +0ft

SEJUNG KIM

GROUND FLOOR PLAN

+60ft

information desk

VISITOR CENTER

information desk

+0ft

lobby

1ft = 1/8in

Hard Shell and Floating Object

SEJUNG KIM

The building is made of Concrete shall that looks like a solid object from the ouside. There are some openings that folds like curtain. Through the openings, some light will sparkle to attract people from the opposite side of the street. Inside, there are art works hung from the ceiling around huge floating stairs.

shop

RESIDENTIAL AREA -4ft

kitchen /dining

CHAPEL -9ft

HAND DRAWINGS TYPE: Hand Drawings STATUS: 3rd Year Rome Project REMARK: - Hand sketches fo Roman Architecture and Art - Focuses on light and shadow

FABRICATION TYPE: Luminare STATUS: 2nd Year Representation Project REMARK: - Infulenced by Art Forms in Nature by Ernst Haeckel, the form was replicated and redesigned to create a luminare